CA2800707A1 - Jacket structure for offshore constructions - Google Patents

Jacket structure for offshore constructions Download PDF

Info

Publication number
CA2800707A1
CA2800707A1 CA2800707A CA2800707A CA2800707A1 CA 2800707 A1 CA2800707 A1 CA 2800707A1 CA 2800707 A CA2800707 A CA 2800707A CA 2800707 A CA2800707 A CA 2800707A CA 2800707 A1 CA2800707 A1 CA 2800707A1
Authority
CA
Canada
Prior art keywords
node
jacket structure
profile
profiles
base plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Abandoned
Application number
CA2800707A
Other languages
French (fr)
Inventor
Henrik Stiesdal
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Siemens AG
Original Assignee
Siemens AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Siemens AG filed Critical Siemens AG
Publication of CA2800707A1 publication Critical patent/CA2800707A1/en
Abandoned legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/0004Nodal points
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • E02D27/425Foundations for poles, masts or chimneys specially adapted for wind motors masts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02Structures made of specified materials
    • E04H12/08Structures made of specified materials of metal
    • E04H12/10Truss-like structures
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/727Offshore wind turbines
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/728Onshore wind turbines
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/46Rod end to transverse side of member

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Materials Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Mechanical Engineering (AREA)
  • Wind Motors (AREA)
  • Connection Of Plates (AREA)

Abstract

Jacket structure (1) for offshore constructions, particularly jacket structure (1) for offshore wind turbines, comprising a number of first and second profiles (2, 3), whereby the first profiles (2) comprise rods in axial alignment and the second profiles (3) comprise rods in an angled alignment relative to the first profiles (2), and a number of node members (4) providing a connection site for the second profiles (3), wherein the node members (4) are connected to the first profiles (2) and/or at least one adapter profile (9) connected to at least one first profile (2) of the jacket structure (1) by means of a bolted connection.

Description

Description Jacket structure for offshore constructions The invention relates to a jacket structure for offshore con-structions, particularly a jacket structure for offshore wind turbines, comprising a number of profiles in axial or angled alignment and a number of node members.

Offshore constructions for structures to be installed in the sea are usually necessary in particular for offshore wind power plants, that is offshore wind turbines and represent a constructive challenge as the respective structure has to be erected on the seabed by means of an appropriate foundation.
A number of different types of foundations such as monopole-, tripile-, tripod- or gravity-foundations are known from prior art.

Aside, jacket structures are well-known since they are con-structively simple, show good mechanical properties, particu-larly due to a high stiffness-to-material-use ratio, and thus, are adapted to be erected on sites with high wave-loads. Besides, jacket structures are comparatively cost-effective.

EP 2 067 914 Al discloses a jacket structure comprising a number of rod-profiles in axial or angled alignment and a number of node members, whereby a connection of the rod-profiles and the node members is achieved by welding.

Yet, welding represents a comparatively complex connecting method for establishing a stable connection of the node mem-bers with respective parts of the jacket structure, that is foremost the profiles of the jacket structure. Accordingly, the used materials must be weldable, which is deemed as a re-striction in the selection of possible materials for the jacket structure. Altogether, welded joints are fairly com-plex in planning and realisation.

Hence, it is the object of the invention to provide a jacket structure for offshore constructions with an improved con-necting principle concerning the node members.

This is achieved by a jacket structure for offshore construc-tions as described above, wherein the node members are con-nected to the jacket structure and/or at least one adapter profile connected to at least one first profile of the jacket structure by means of a bolted connection.

Hence, the present invention uses bolted joints instead of welded joints for providing a connection of the node members with respective first profiles of the jacket structure, that is respective axially extending rods and/or the at least one adapter profile connected to at least one first profile of the jacket structure. Bolted-connections are detachable and generally represent a constructively simple and quick way to provide a mechanically stable connection or installation of the jacket structure as a whole. As a result, the jacket structure may be easily and fast erected on a respective site. The bolted connections may be improved by the use of threads provided with the connected parts so that connecting means such as bolts or the like may be more stably engaged.
Additionally or alternatively, it is possible that the jacket structure comprises at least one adapter profile connected to at least one first profile of the jacket structure, whereby at least one node member is connected to the adapter profile.
In such a manner, the adapter profile and the node member preferably built a pre-assembled component, comprising a bolted connection of the node member with the adapter pro-file. Hence, the adapter profile may be deemed as a separate part which serves to establish a connection between the node member and at least one first profile of the jacket struc-ture.
Consequently, the adapter profile comprises at least two dif-ferent connection portions, that is one for connecting with the node member by means of the inventive bolted joint and at least a second one for connecting with an adjacently axially disposed first profile of the jacket structure, whereby in the latter case not only bolted connections may be used, but different types of connections such as welded joints for in-stance are applicable as well.
In such a manner, the inventive jacket structure is easy to mantle, that is can be mantled "on site". Likewise, load calculations are reduced in complexity as well as costly in-spections of welded joints are not necessary with the inven-tive jacket structure providing an easy, cost-effective con-necting principle. Further, the inventive jacket structure allows a high degree of flexibility concerning diameters, wall thicknesses, angles, etc. of the respective profiles and/or node members.
The first and second profiles of the jacket structure are usually at least partially hollow or massive rods. The cross-section of the first and second profiles and the node members respectively is preferably round or elliptical, yet other shapes are feasible as well. All parts of the jacket structure are built of materials which are capable for the use in offshore-applications and particularly comprise good mechanical and anti-corrosive properties. An appropriate ma-terial may be stainless steel for instance. Anti-corrosive coatings or varnishes may be applied to the surface of the parts of the jacket structure.

Preferably, the node member comprises a base plate and at least one connecting member extending off the base plate for connecting with a second profile. Hence, the node member es-sentially comprises two different connecting portions, whereby the base plate is related to the axial first profiles or the adapter profile respectively and the connecting member is related to a respective angled second profile. The base plate and the connecting member are stably, preferably non-detachably connected with each other. Thus, the base plate and the connecting member may be integrally formed or repre-sent separate stably joint components, whereby a firm connec-tion may be attained by welding or the like for instance.

In a further embodiment of the invention the base plate com-prises a connecting portion for connecting the node member with a first profile or the adapter profile. In such a man-ner, a defined connection of the node member and a first pro-file or an adapter profile of the jacket structure is attain-able by means of the connecting portion which is allocated to the base plate of the node member.
Thereby, it is preferred that the connecting portion of the node member comprises a number of bores, whereby bolts pene-trate through the bores thereby, connecting the node member to the first profile or the adapter profile. Thus, a bolted connection of the node member is achievable by bolts engaging through the bores or through holes disposed within the base plate and further into corresponding connecting portions pro-vided with the first profiles or adapter profiles respec-tively. Threads may be applicable, that is bores and bolts may be provided with corresponding threads at their respec-tive diameters which increases the strength of the bolted joint.

The bores are favourably circumferentially disposed at the borders of the base plate. This arrangement of the bores provides a good stability of the inventive bolted connection.
However, the bores may additionally or alternatively be dis-posed at different sites of the base plate in exceptional cases. The concrete number and arrangement of the bores may differ and depends mainly on the constructive design and load of the inventive jacket structure.

It is possible, that at least one additional connecting mem-ber extends off the connecting member. Thereby, the number of potentially connectable second profiles to be connected with the node member may be increased by means of a branched 5 structure of the connecting member. It is understood, that the joint between the connecting member and the respective at least one further connecting member branching thereof is me-chanically stable, whereby preferably an integral design of the connecting member with the respective further connecting members is in favour. Thereby, welded joints or the like are applicable for instance.

Aside, the invention relates to a node arrangement for a jacket structure as described before comprising at least one node member being connected to an adapter profile by means of a bolted connection, whereby the adapter profile is connect-able or connected to a first profile of the jacket structure.
The node arrangement essentially represents a component that is ready to be connected with first profiles of the jacket structure by means of the adapter profile and further, second profiles of the jacket structure by means of the node member as will be described later on. The bolted connection between the node member and the adapter profile contributes to a fast and firm connection of the node member with the adapter pro-file.

The node member preferably comprises a base plate and at least one connecting member extending off the base plate.
Thereby, the connecting member may provide a connection with a second profile that is a rod in an angled alignment with respect to the axial alignment of the first profiles. In other words, the base plate is related to axial extending profiles and the connecting member is related to angled ex-tending profiles of the jacket structure.
It is preferred, when the base plate comprises a connecting portion. The connecting portion is adapted to provide a proper connection of the base plate with the adapter profile.
In such a manner, the connecting portion may comprise a num-ber of bores, whereby each bore is adapted to accommodate a bolt. Thus, the connection of the base plate of the node member and the adapter profile may be attained by bolts pene-trating through the bores into appropriate connecting por-tions of the adapter profile. If need be, the bores and bolts may be provided with corresponding threads.

The bores are preferably circumferentially disposed at the boarders of the base plate. Of course, other arrangements of the bores are applicable as well.

Further, it is possible that at least one additional connect-ing member extends off the connecting member. In such a man-ner, the number of possibly attached second profiles may be increased with respect to a single node arrangement.

In the following the invention is described in detail as ref-erence is made of the figures, whereby Fig. 1 shows a principle cut-out view of a jacket struc-ture according to a first exemplary embodiment of the invention;
Fig. 2 shows a principle cut-out view of a node arrange-ment according to a second exemplary embodiment of the invention;

Fig. 3 shows a principle cut-out view of a node arrange-ment according to a third exemplary embodiment of the invention;

Fig. 4 shows a principle cut-out view of a node arrange-ment according to a fourth exemplary embodiment of the invention; and Fig. 5 shows a principle cut-out view of a jacket struc-ture according to a second exemplary embodiment of the invention.

Fig. 1 shows a principle cut-out view of a jacket structure 1 according to a first exemplary embodiment of the invention, whereby only essential parts are depicted, that is fig. 1 contains only a representative part of the inventive jacket structure 1. The jacket structure 1 comprises first and sec-and profiles 2, 3 (dotted) in the shape of axial extending steel rods (first profile 2) and in the shape of steel rods in an angled alignment (second profile 3) relative to a first profile 2. The jacket structure 1 further comprises a number of node members 4 in a regular arrangement, whereby fig. 1 shows only one representative example. The jacket structure 1 is preferably used for offshore wind turbines.

As is discernible from fig. 1, the node members 4 provide a connection site for the second profiles 3 by means of the connecting member 5 extending off the base plate 6 both rep-resenting the essential parts of the node member 4. The node member 4 comprises a respective connecting portion in the shape of circumferentially distributed bores 7 provided with the base plate 6. Bolts 8 engage through the bores 7 so as to engage in respective openings of an axially extending adapter profile 9. Hence, the node member 4, that is the base plate 6 and the adapter profile 9 may be deemed as a pre-assembled component in terms of a node arrangement 10 (cf.
fig. 2 - 4).
By means of the inventive bolted connection a simple and fast way to detach or attach the node member 4 to the adapter pro-file 9 of the jacket structure 1 is achievable, which is par-ticularly of advantage in terms of service and/or repair of the jacket structure 1 or respective parts of it.

Fig. 2 shows an inventive node arrangement 10 according to an exemplary embodiment of the invention. The essential differ-ence of the node arrangement shown in fig. 2 to the node ar-rangement shown in fig. 1 is in that the node member 4 com-prises two separate connecting members 5 pointing in differ-ent, that is essentially opposite directions. In such a man-ner, the node arrangement 10 or the node member 4 respec-tively may be connected with two second profiles 3 of the jacket structure 1.

An alternative embodiment of an inventive node arrangement 10 according to a further exemplary embodiment of the invention is shown in fig. 3. In this case, the node arrangement 10 comprises a branched connecting member 5, that is an addi-tional connecting member 11 extends off the connecting member 5. Hence, the connecting member 5 subdivides into further connecting members, that is with respect to the present em-bodiment the further connecting member 11. Of course, fur-ther connecting members 11 may extend off the connecting mem-ber 5. It is understood, that further connecting members may also extend of the connecting member 11. In such a manner, the number of possible arrangements of second profiles 3 to the node arrangement 10, that is the connecting members 5, 11 may be increased.

Fig. 4 shows a third embodiment of an inventive node arrange-ment 10, which is characterized in that the adapter profile 9 is connected with two separate node members 4 as they are de-picted in fig. 1.

In such a manner, the node arrangement 10 may also be con-nected with two separate second profiles 3 of the inventive jacket structure 1, whereby in the embodiment according to fig. 4 each node member 4 may be separately connected with a respective second profile 3 (not shown) by means of the re-spective connecting members 5.
All node arrangements 10, that is the ones depicted in fig. 1 to 4 comprise axial connecting portions 12 disposed at the free axial endings of the adapter profile 9, so that the adapter profile 9 and the node arrangement 10 as a whole may be connected to adjacently disposed first profiles 2 of the jacket structure 1 (not shown) by means of welded or bolted joints for instance.
Fig. 5 shows a jacket structure 1 according to a second em-bodiment of the invention. In this case, the node member 4 is directly joint to a first profile 2 of the jacket struc-ture 1 by means of a bolted connection, that is bolts 8 pene-trate through the bores 7 of the base plate 6 of the node member 4 into corresponding openings within the first profile 2. Hence, the embodiment according to fig. 5 represents a basic principle of the present invention, whereby a bolted connection provides a detachable, yet mechanically stable connection of a node member 4 with the jacket structure 1, that is a first profile 2 of the jacket structure 1.

Claims (13)

1. Jacket structure (1) for offshore constructions, par-ticularly jacket structure (1) for offshore wind turbines, comprising a number of first and second profiles (2, 3), whereby the first profiles (2) comprise rods in axial align-ment and the second profiles (3) comprise rods in an angled alignment relative to the first profiles (2), and a number of node members (4) providing a connection site for the second profiles (3), wherein the node members (4) are connected to the first profiles (2) and/or at least one adapter profile (9) connected to at least one first profile (2) of the jacket structure (1) by means of a bolted connection.
2. Jacket structure according to claim 1, wherein the adapter profile (9) and the node member (4) build a pre-assembled component.
3. Jacket structure according to claim 1 or 2, wherein the node member (4) comprises a base plate (6) and at least one connecting member (5) for connecting with a second profile (3) extending off the base plate (6).
4. Jacket structure according to claim 3, wherein the base plate (6) comprises a connecting portion for connecting the node member (4) with a first profile (2) or the adapter pro-file (9).
5. Jacket structure according to claim 4, wherein the con-necting portion of the node member (4) comprises a number of bores (7), whereby bolts (8) penetrate through the bores (7), thereby connecting the node member (4) to the first profile (2) or the adapter profile (9).
6. Jacket structure according to claim 5, wherein the bores (7) are circumferentially disposed at the boarders of the base plate (6).
7. Jacket structure according to one of the claims 3 to 6, wherein at least one additional connecting member (11) ex-tends off the connecting member (5).
8. Node arrangement (10) for a jacket structure (1) accord-ing to one of the preceding claims comprising at least one node member (4) being connected to an adapter profile (9) by means of a bolted connection, whereby the adapter profile (9) is connectable or connected to a first profile (2) of the jacket structure (1) .
9. Node arrangement (10) according to claim 8, wherein the node member (4) comprises a base plate (6) and at least one connecting member (5) extending off the base plate (6).
10. Node arrangement (10) according to claim 9, wherein the base plate (6) comprises a connecting portion.
11. Node arrangement (10) according to claim 10, wherein the connecting portion comprises a number of bores (7), whereby each bore (7) is adapted to accommodate a bolt (8).
12. Node arrangement (10) according to claim 11, wherein the bores (7) are circumferentially disposed at the boarders of the base plate (6).
13. Node arrangement (10) according to one of the claims 8 -12, wherein at least one additional connecting member (11) extends off the connecting member (5).
CA2800707A 2010-05-25 2010-09-15 Jacket structure for offshore constructions Abandoned CA2800707A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
EP10163754.4 2010-05-25
EP10163754 2010-05-25
PCT/EP2010/063546 WO2011147474A1 (en) 2010-05-25 2010-09-15 Jacket structure for offshore constructions

Publications (1)

Publication Number Publication Date
CA2800707A1 true CA2800707A1 (en) 2011-12-01

Family

ID=43607834

Family Applications (1)

Application Number Title Priority Date Filing Date
CA2800707A Abandoned CA2800707A1 (en) 2010-05-25 2010-09-15 Jacket structure for offshore constructions

Country Status (8)

Country Link
US (1) US20130058708A1 (en)
EP (1) EP2534313B1 (en)
CN (1) CN102892958B (en)
BR (1) BR112012029700A2 (en)
CA (1) CA2800707A1 (en)
DK (1) DK2534313T3 (en)
NZ (1) NZ602589A (en)
WO (1) WO2011147474A1 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8668433B2 (en) * 2005-12-22 2014-03-11 Kevin L. Friesth Multi-turbine airflow amplifying generator
DE102012007425A1 (en) 2012-04-16 2013-10-17 Repower Systems Se Lattice tower for wind turbines and method for the construction of such a lattice tower
DE102012010205A1 (en) * 2012-05-10 2013-11-14 Stiftung Alfred-Wegener-Institut Für Polar- Und Meeresforschung stand structure
DE102015210474A1 (en) * 2015-06-09 2016-12-15 Rwe Innogy Gmbh Lattice mast structure and method for increasing the stability of a lattice mast structure
DE102016006572A1 (en) * 2016-06-01 2017-12-07 Senvion Gmbh Device and arrangement for horizontal pre-assembly of a wind turbine rotor

Family Cites Families (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US889223A (en) * 1908-03-09 1908-06-02 G A Edward Kohler Reinforcing-frame for concrete structures.
US1792489A (en) * 1925-01-17 1931-02-17 Curtiss Aeroplane & Motor Co Joint fitting
US1914344A (en) * 1930-02-14 1933-06-13 Budd Edward G Mfg Co Sheet metal joint construction
US3104122A (en) * 1960-08-25 1963-09-17 Gordon E Daniels Arm attachment device
US3131899A (en) * 1962-03-28 1964-05-05 Sears Roebuck & Co Combined tubular leg and quick attachment means
US3414301A (en) * 1966-06-22 1968-12-03 Dentin Mfg Company Shoe brace construction
US3564783A (en) * 1969-08-05 1971-02-23 Fosco Fabricators Inc Superhighway driver direction structure erectible in the field
US3903662A (en) * 1973-05-17 1975-09-09 Jury Alexandrovich Gabliya Method of securing structural support elements in soil
US4067353A (en) * 1976-09-28 1978-01-10 Amp Incorporated Pipeline tap and connecting device
FI82762C (en) * 1988-04-29 1991-04-10 Rauma Repola Oy Abutment
US5080403A (en) * 1990-12-10 1992-01-14 Paoluccio John A Apparatus for connecting a branch duct to another duct
US5289665A (en) * 1991-09-26 1994-03-01 Higgins Gregory J Orthogonal framework for modular building systems
US5499480A (en) * 1993-03-31 1996-03-19 Bass; Kenneth R. Lightweight metal truss and frame system
US5611176A (en) * 1994-03-02 1997-03-18 Juengert; Robert P. Antenna support structure
US5553978A (en) * 1995-04-25 1996-09-10 Bates; Stanley Piling anchor
CN2438845Y (en) * 1999-12-03 2001-07-11 李成亮 Efficient arbitrary wind direction electric generator
US7143550B1 (en) * 2002-09-19 2006-12-05 Conservatek Industries, Inc. Double network reticulated frame structure
US6892502B1 (en) * 2003-03-26 2005-05-17 David A. Hubbell Space frame support structure employing weld-free, single-cast structural connectors for highway signs
US7001097B2 (en) * 2003-04-02 2006-02-21 General Motors Corporation Tubular joint assembly
CA2424599A1 (en) * 2003-04-04 2004-10-04 Andre Rioux Modular tower structure
JP4044483B2 (en) * 2003-04-25 2008-02-06 新日本製鐵株式会社 Bonding structure of structures using gusset plates and buildings
CN101351606A (en) * 2005-05-13 2009-01-21 特雷西·利文斯顿 Structural tower
US8468775B2 (en) * 2006-03-10 2013-06-25 Willaim B. Vaughn Moment resistant building column insert system and method
GB2443823B (en) * 2007-04-12 2008-11-12 Denmay Steel Devices and methods for use in construction
BE1018443A3 (en) * 2007-06-15 2010-12-07 Turbowinds S A SEGMENT FOR A TOWER, TOWER CONSTRUCTED FROM SEGMENTS, ELEMENT FOR A SEGMENT FOR A TOWER, METHOD FOR BUILDING MULTIPLE SEGMENTS FOR A TOWER, METHOD FOR BUILDING A TOWER FROM SEGMENTS.
DE102007033829A1 (en) * 2007-07-18 2009-01-22 Induo Gesellschaft Zur Verwertung Von Schutzrechten Mbh & Co. Kg mast assembly
EP2067914A2 (en) 2007-12-04 2009-06-10 WeserWind GmbH Grid structure for an offshore construction, in particular an offshore wind energy converter, and method for manufacture thereof
WO2009126696A1 (en) * 2008-04-08 2009-10-15 Ufo Wind Llc Wind-driven generation of power

Also Published As

Publication number Publication date
US20130058708A1 (en) 2013-03-07
CN102892958B (en) 2015-05-13
BR112012029700A2 (en) 2016-08-02
DK2534313T3 (en) 2014-01-27
NZ602589A (en) 2014-09-26
WO2011147474A1 (en) 2011-12-01
CN102892958A (en) 2013-01-23
EP2534313B1 (en) 2013-11-13
EP2534313A1 (en) 2012-12-19

Similar Documents

Publication Publication Date Title
US9249784B2 (en) Transition structure for a wind turbine tower
EP2527556B1 (en) Bolt Connection for a Wind Tower Lattice Structure
CA2441283C (en) Connecting flange for tubular components
CA2800707A1 (en) Jacket structure for offshore constructions
AU2008331344B2 (en) Flange joint for structural member
EP3467304B1 (en) Tower section for automatically raising a wind turbine and automatic raising method for same
CA2960443C (en) Strut linkage for a steel construction, and steel construction having a strut linkage
AU2011253836A1 (en) Wind turbine tower assembly and method for assembling the same
WO2009157775A1 (en) Stayed connection for wind turbine
WO2011144265A1 (en) Arrangement to connect a nacelle with a tower of a wind turbine
DK2288771T3 (en) Tower for a wind power installation
CA2800710A1 (en) Jacket structure for offshore constructions
WO2012156399A1 (en) Wind turbine tower supporting structure
EP3775538B1 (en) Connection system for joining wind turbine components and associated method
EP2582882B1 (en) Jacket structure for offshore constructions
CN102906338A (en) Jacket structure for offshore constructions
EP2576916A1 (en) A support structure for a wind turbine
WO2023194966A1 (en) Floating marine platform and the manufacturing thereof
Kaden et al. GICON® TLP of the fourth generation–Optimized design for series production
TR202018070A2 (en) A MULTI-FOOTED SUPPORT STRUCTURE FOR A WIND TURBINE TOWER
Höhler et al. STANDARDIZED STEEL JACKET–FROM OFFSHORE TO ONSHORE

Legal Events

Date Code Title Description
EEER Examination request

Effective date: 20150721

FZDE Discontinued

Effective date: 20180215